| 引江济淮试验工程软岩崩解特性及其影响因素试验研究 |
| |
| 引用本文： | 权全,刘扬,曹雪山,李国维,袁俊平,吴建涛,张坤勇.引江济淮试验工程软岩崩解特性及其影响因素试验研究[J].河北工程大学学报,2017,34(3):10-14,20. |
| |
| 作者姓名： | 权全 刘扬 曹雪山 李国维 袁俊平 吴建涛 张坤勇 |
| |
| 作者单位： | 安徽省引江济淮集团有限公司 安徽 合肥 230601,河海大学 道路与铁道研究所, 江苏 南京 210098,河海大学 道路与铁道研究所, 江苏 南京 210098;河海大学 岩土力学与堤坝工程教育部重点实验室, 江苏 南京 100084,河海大学 道路与铁道研究所, 江苏 南京 210098;河海大学 岩土力学与堤坝工程教育部重点实验室, 江苏 南京 100084,河海大学 岩土力学与堤坝工程教育部重点实验室, 江苏 南京 100084,河海大学 道路与铁道研究所, 江苏 南京 210098,河海大学 岩土力学与堤坝工程教育部重点实验室, 江苏 南京 100084 |
| |
| 基金项目： | 国家重点研发计划重点专项（2017YFC0404800）；引江济淮试验工程项目（20168011716） |
| |
| 摘 要： | 以引江济淮试验工程为依托,开展砂岩与泥岩的崩解特性试验研究。通过静态烘干-浸水崩解试验,研究不同风化程度的软岩在干湿循环作用下的崩解性状,同时进行耐崩解试验以及点荷载强度试验,揭示崩解性与强度、失水率的相关变化规律。试验表明:干湿循环作用和风化作用均会减弱岩石耐崩解能力;风化岩石的耐崩解指数与干燥岩石点荷载强度成正相关,与岩石的失水率成线性负相关;岩石的耐崩解性与岩石结构类型关系密切。
|
| 关 键 词： | 软岩 崩解性 点荷载强度 失水率 干湿循环 |
| 收稿时间： | 2017/6/22 0:00:00 |
Experimental research on disintegration characteristics and influence factors of the soft rock in the diversion project of water from Yangtze to Huaihe River |
| |
| Authors: | UAN Quan LIU Yang CAO Xueshan LI Guowei YUAN Junping WU Jiantao and ZHANG Kunyong |
| |
| Affiliation: | Anhui Yangtze-to-Huaihe Water Diversion Co Ltd, Hefei, Anhui, 230601, China,College of Civil Engineering and Transporation Engineering, Hohai University, Jiangsu Nanjing 210098, China,College of Civil Engineering and Transporation Engineering, Hohai University, Jiangsu Nanjing 210098, China;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China,College of Civil Engineering and Transporation Engineering, Hohai University, Jiangsu Nanjing 210098, China;Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China,Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China,College of Civil Engineering and Transporation Engineering, Hohai University, Jiangsu Nanjing 210098, China and Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China |
| |
| Abstract: | Experimental study on the disintegration characteristics of sandstone and mudstone is investigated based on the diversion project of water from Yangtze to Huaihe River. The disintegration characteristics of soft rock with different weathering degree under drying and wetting cycles are studied by drying-immersion static rock slaking test. At the same time, the rock slake-durability tests and point load strength test are carried out to reveal the correlation law between disintegration and strength, the loss of moisture. The results show that the effect of drying and wetting cycles and weathering could weaken the rock slake-durability; and the rock slake-durability index increases approximately linear with the point load strength and decreases approximately linear with the loss of moisture of the rock. The slakedurability of rocks is related to rock structure types. |
| |
| Keywords: | soft rock disintegration point load strength the loss of moisture drying and wetting cycles |
| 本文献已被 CNKI 等数据库收录！ |
| 点击此处可从《河北工程大学学报》浏览原始摘要信息 |
|
点击此处可从《河北工程大学学报》下载全文 |
|
